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Raw bamboo frame steel pipe joint construction method adapting to raw bamboo diameter changes

A technology of diameter change and original bamboo, which is applied in the direction of building components, building types, earthquake resistance, etc., can solve problems such as easy deformation, weakened overall strength, and affect the life of the structure, and achieve the effect of improving rigidity, improving construction efficiency, and improving earthquake resistance.

Active Publication Date: 2019-05-21
KUNMING UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The mortise and tenon joint structure has poor rigidity and is easy to deform; the bolt connection is easy to split the original bamboo and weaken the overall strength; the number of original bamboo rods required for the bundled connection is large, and the bundled material is not durable, which affects the life of the structure
Although the above beam-column connection methods of original bamboo structures are widely used in rural bamboo buildings and residential buildings, their technical deficiencies limit the promotion of public buildings and characteristic residential buildings with bamboo as the main building material.

Method used

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  • Raw bamboo frame steel pipe joint construction method adapting to raw bamboo diameter changes
  • Raw bamboo frame steel pipe joint construction method adapting to raw bamboo diameter changes
  • Raw bamboo frame steel pipe joint construction method adapting to raw bamboo diameter changes

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0025] An original bamboo frame steel pipe structure adapted to the change of original bamboo diameter, such as figure 1 As shown, it is used in the case where the difference in the original bamboo specifications is small, the upper load is small, and the seismic fortification intensity is low, including the vertical steel casing 1, which includes two semicircular vertical steel casings. Sleeve assembly 9, two semi-circular vertical steel casing assemblies 9 are provided with a plurality of opposite wing plates I3 respectively, rubber gasket I8 is arranged between the opposite wing plates I3, and threaded threads are provided on the wing plates I3 Hole I14, bolt I4 passes through threaded hole I14 to connect two semicircular vertical steel casing components 9; there are two opposite holes I11 on the semicircular vertical steel casing components 9, two and a half The connection of the circular vertical steel sleeve assembly 9 forms a notch I5 and a plurality of holes II21. In t...

Embodiment 2

[0028] An original bamboo frame steel tube structure adapting to the change of original bamboo diameter, such as image 3 As shown, it is used in the case of small difference in raw bamboo specifications, small upper load, and low seismic fortification intensity areas, including vertical steel casing 1, 2 sets of parallel wing tubes I2, and each set of parallel wing tubes I2 There are two respectively, the vertical steel casing 1 includes two semicircular vertical steel casing assemblies 9, and the two semicircular vertical steel casing assemblies 9 are respectively equipped with 3 opposite wing plates I3, opposite to each other. There is a rubber gasket I8 between the wing plates I3, and there is a threaded hole I14 on the wing plate I3, and the bolt I4 passes through the threaded hole I14 to connect two semicircular vertical steel casing components 9; the semicircular vertical There are also two groups of holes I11 on the steel sleeve assembly 9, two for each group, notch I5...

Embodiment 3

[0031] An original bamboo frame steel tube structure adapting to the change of original bamboo diameter, such as Figure 4As shown, in the case of areas with large differences in raw bamboo specifications, large upper loads, and high seismic fortification intensity, including vertical steel casing 1, 2 sets of parallel wing tubes I2, and 2 sets of parallel wing tubes II19, each A set of wing tubes I2 parallel to each other has two wing tubes I2, and each set of wing tubes II19 parallel to each other has two wing tubes II19, and the vertical steel casing 1 includes two semicircular vertical steel casing assemblies 9, two Each semicircular vertical steel casing assembly 9 has three opposite wing plates I3 respectively, rubber gasket I8 is arranged between the opposite wing plates I3, threaded holes I14 are provided on the wing plates I3, and bolts I4 pass through Two semicircular vertical steel sleeve components 9 are connected through the threaded hole I14; there are two sets o...

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Abstract

The invention discloses a raw bamboo frame steel pipe structure adapting to raw bamboo diameter changes. The raw bamboo frame steel pipe structure comprises a vertical steel sleeve, the vertical steelsleeve comprises two semicircular vertical steel sleeve assemblies, a plurality of opposite wing plates I are arranged on each of the two semicircular vertical steel sleeve assemblies, rubber gasketsI are arranged between the opposite wing plates I, threaded holes I are formed in the wing plates I, and bolts I penetrate through the threaded holes I to connect the two semicircular vertical steelsleeve assemblies; a plurality of holes I are further formed in the vertical steel sleeve, and a notch I and a plurality of holes II are formed in the joint of the two semicircular vertical steel sleeve assemblies. The method can adapt to standard joint connection of raw bamboos with different diameters, standard joint connection of non-standard raw bamboo rod pieces is achieved, the constructiondifficulty is reduced, the construction process is simplified, the reliability of a raw bamboo frame structure is improved, and industrial technology popularization is facilitated.

Description

technical field [0001] The invention relates to a construction method for steel pipe joints of a raw bamboo frame adapting to changes in the diameter of the raw bamboo, and belongs to the technical field of construction engineering. Background technique [0002] As a traditional local material, bamboo has the characteristics of protecting the ecological environment, short growth cycle, abundant resources, and low cost. Bamboo structures are widely distributed in hot and humid rural areas in southern China. At present, the beam-column joints of the original bamboo structure are mostly connected by mortise and tenon joints, bolt joints and binding. The mortise and tenon connection structure has poor rigidity and is easy to deform; the bolt connection is easy to split the original bamboo and weaken the overall strength; the number of original bamboo rods required for the bundled connection is large, and the bundled material is not durable, which affects the structural life. A...

Claims

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Application Information

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IPC IPC(8): E04B1/26E04B1/58E04H9/02E04B1/98
Inventor 柏文峰马骁周浩晨
Owner KUNMING UNIV OF SCI & TECH
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